Hello Fellows,

If the tools is available in the desktop, might as well use it and compare it to doubling of SIF.

What is your opinion in the torsional and axial SIF's which is now available in this tools.

I am doing one analysis and it has an impact (it qualifies without it and fails if I include it).

What would be an alternate fitting instead of providing excessive flexibility. In my previous experience, it's good that the client approves the use of 90 deg. connection.

Warm Regards,